File Download
There are no files associated with this item.
Links for fulltext
(May Require Subscription)
- Publisher Website: 10.1061/JHYEFF.HEENG-6185
- Scopus: eid_2-s2.0-85199650461
- WOS: WOS:001291950500007
- Find via

Supplementary
- Citations:
- Appears in Collections:
Article: Evaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies
| Title | Evaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies |
|---|---|
| Authors | |
| Issue Date | 1-Oct-2024 |
| Publisher | American Society of Civil Engineers |
| Citation | Journal of Hydrologic Engineering, 2024, v. 29, n. 5 How to Cite? |
| Abstract | Because low-impact development (LID) infrastructures are effective in capturing and utilizing urban stormwater runoff, real-time control (RTC) strategies can be viewed as soft infrastructures, offering an additional suite of opportunities to improve the stormwater drainage system performance. However, there is a paucity of analyses that disentangle the contributing sources of performance enhancement in these joint hard-soft stormwater infrastructures. This study evaluated the stormwater system performance with integrated LID infrastructures, in-sewer storage capacity, and RTC strategies. Our results showed that LID infrastructures play a major role in mitigating the flow peaks and high volumes, whereas adding RTC to the storage unit and in-sewer flow control mostly improves the performance under relatively small rainfall events, e.g., those with a 3-year return period. The critical contribution of RTC is realized by utilizing storage units as much as possible during the rainfall event. A downstream storage unit that is too close to the outfall may not be suitable for RTC application together with in-sewer capacity utilization. In the present case, the combination of a midstream storage unit and upstream control site at branch pipes worked better than those at other locations. The results suggest that the integration of LID and RTC on a simulation-system level can enhance the reduction of the peak runoff and total discharged volume only if the storage site and control locations are selected carefully. |
| Persistent Identifier | http://hdl.handle.net/10722/353682 |
| ISSN | 2023 Impact Factor: 2.2 2023 SCImago Journal Rankings: 0.638 |
| ISI Accession Number ID |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Wang, Wenqi | - |
| dc.contributor.author | Wang, Zongzhi | - |
| dc.contributor.author | Guan, Mingfu | - |
| dc.contributor.author | Wani, Omar | - |
| dc.contributor.author | Bai, Ying | - |
| dc.contributor.author | Wang, Kun | - |
| dc.contributor.author | Leitao, Joao P. | - |
| dc.date.accessioned | 2025-01-23T00:35:28Z | - |
| dc.date.available | 2025-01-23T00:35:28Z | - |
| dc.date.issued | 2024-10-01 | - |
| dc.identifier.citation | Journal of Hydrologic Engineering, 2024, v. 29, n. 5 | - |
| dc.identifier.issn | 1084-0699 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/353682 | - |
| dc.description.abstract | Because low-impact development (LID) infrastructures are effective in capturing and utilizing urban stormwater runoff, real-time control (RTC) strategies can be viewed as soft infrastructures, offering an additional suite of opportunities to improve the stormwater drainage system performance. However, there is a paucity of analyses that disentangle the contributing sources of performance enhancement in these joint hard-soft stormwater infrastructures. This study evaluated the stormwater system performance with integrated LID infrastructures, in-sewer storage capacity, and RTC strategies. Our results showed that LID infrastructures play a major role in mitigating the flow peaks and high volumes, whereas adding RTC to the storage unit and in-sewer flow control mostly improves the performance under relatively small rainfall events, e.g., those with a 3-year return period. The critical contribution of RTC is realized by utilizing storage units as much as possible during the rainfall event. A downstream storage unit that is too close to the outfall may not be suitable for RTC application together with in-sewer capacity utilization. In the present case, the combination of a midstream storage unit and upstream control site at branch pipes worked better than those at other locations. The results suggest that the integration of LID and RTC on a simulation-system level can enhance the reduction of the peak runoff and total discharged volume only if the storage site and control locations are selected carefully. | - |
| dc.language | eng | - |
| dc.publisher | American Society of Civil Engineers | - |
| dc.relation.ispartof | Journal of Hydrologic Engineering | - |
| dc.title | Evaluation of Stormwater Mitigation Performance with LID Infrastructures, In-Sewer Space, and Real-Time Control Strategies | - |
| dc.type | Article | - |
| dc.identifier.doi | 10.1061/JHYEFF.HEENG-6185 | - |
| dc.identifier.scopus | eid_2-s2.0-85199650461 | - |
| dc.identifier.volume | 29 | - |
| dc.identifier.issue | 5 | - |
| dc.identifier.eissn | 1943-5584 | - |
| dc.identifier.isi | WOS:001291950500007 | - |
| dc.identifier.issnl | 1084-0699 | - |
